Hi all,
The designer of my waste water treatment plant is using open top tanks for neutralising the acidic water with lime. From that tank; it goes to a thickner. Is there a specific reason to use open top tanks; other than cost? We have gratings on top of the tank where operators will be doing...
Hi all,
Maybe this is a stupid question...but help me anyway..
I have a pump with NPSHr approx 5 meter. The NPSHa is only 2 meter. It was a design mistake. Anyways, this pump capacity is 1500 m3/hr at about 10 bar.
To rectify this, I was thinking to install a booster pump upstream of this...
Hi all,
I have a fire water system that consists of 2 electrical pumps, 1 diesel and 1 jockey.
The suction is from a water pond; and individual reliefs is at individual discharge of the pump.
I am a bit confused with the use of the recyle line which is back to the open pond. What is the...
Hi all,
A quick one. The gypsum that I get from my Flue Gas Desulfurization process is one at a low pH,2. This gypsum is a synthetic gypsum with main components being CaSO4. Does the low pH indicates free water presence, can the the SO4 leach out and become free acid?
Thanks
